粘固基質 的英文怎麼說

中文拼音 [niángùjīzhí]
粘固基質 英文
cementing medium
  • 粘 : 粘動詞（粘附） glue; stick; paste; adhere to; bond
  • 固 : Ⅰ形容詞（結實; 牢固; 堅硬） firm; hard; solid Ⅱ副詞1 （堅決地; 堅定地） firmly; resolutely 2 [書...
  • 質 : Ⅰ名詞1 （性質; 本質） nature; character; essence 2 （質量） quality 3 （物質） matter; substance;...
  1. The surface reactivity of many nonblack fillers generally precludes strong bonding with this type of matrix.

    許多非碳黑填料的表面反應性一般阻礙與該種基質形成牢固的粘結。
  2. And. the test research on the restrained beams strengthened by epoxy - glued cfrp which is glued in term of different angle is presented. based on the test of shear strengthening by cfrp - bonded, qt. ality control standards of the design and construction is established

    作者對cfrp加固用材料性能、結構受力特徵進行了系統的論述，對按不同角度粘貼cfrp加固的約束梁進行了試驗研究，得到大量數據，並在試驗的基礎上，得出了有關的構造要求、錨固要求等設計施工質量控制條件。
  3. According to the practical geological model of slope, by means of the finite element analysis, from the constitutive equations of the elastoplasticity and the viscoelasticity - viscoplasticity, the process and mechanism for progressive failure of the locked segment of rockmass are quantitatively revealed and simulated during the rupture, deformation, destruction, and failure of highsteep slope rockmass, and the dynamics driving the motion of rocky landslide with violent starting velocity by high pressure water flow is dealed with

    根據邊坡實際地質模型，基於彈塑性與粘彈-粘塑性理論的本構方程，通過有限元模擬分析，定量地揭示和模擬再現了高邊坡巖體破裂、變形、破壞及失穩前後鎖固段巖體漸進性破壞的機制和過程，探討了高壓水流作用下滑坡啟程劇動的破壞機理。
  4. Study on primary consolidation of saturated soft clay under pre - loading drainage condition should be started with its drainage in nature, i. e., study the variation discipline of primary consolidation by its water content variation of soft clay through the pre - loading course, utilizing the basic property index of clay, then deduce the primary consolidation ration formula and get the theoretical calculation solution of primary consolidation ( settlement ), absolute primary consolidation, as well as absolute consolidation degree

    摘要對飽水軟粘土的預壓排水主固結研究應從其排水的本質出發，即從軟土在預壓過程的含水量變化上研究主固結量的變化規律，利用土的基本性質指標導出主固結比基本公式及主固結量（沉降量） 、絕對主固結量、絕對固結度等理論計算方法。
  5. In this paper, on the foundation of synthesizing engineering practice and study result of planted bar technique by chemistry glue on the domestic and international, embedded experiment study and theories analysis are done about bonded anchor behavior of chemistry planted bar anchorage behavior in this paper, the experimental results of 32 pulling resistance test ( meiya z3530 ) are given, considering some factors to affect bonded anchor behavior of chemistry planted bar such as the strength of concrete anchorage lengths diameter of steel bar and holes thickness of the protecting layer confecting circumstance of the hoop bar and quantity of construction especially which is very easy to be neglected and so on, and bonded anchor mechanism failure mode load carrying capacity and slide behavior are analyzed in - depth

    本文在綜合國內外化學膠植筋技術的工程實踐和研究成果的基礎上，對化學植筋的粘結錨固性能作了較深入的試驗研究和理論分析。文中通過32個化學膠（美亞z3530 ）植筋試件的拉拔試驗研究，考慮混凝土強度、錨固長度、鋼筋植筋、鉆孔孔徑、保護層厚度、箍筋配製情況及施工質量等因素對植筋粘結性能的影響，特別是植筋的施工質量對粘結性能的影響是比較容易被忽視的因素，對化學植筋的粘結錨固機理、破壞形態、承載力及滑移性能作了比較深入的剖析。
  6. The intercalation and exfoliation behavior of lamellar clay in the thermoset resin / clay composites during curing was studied in this paper. for epoxy / organoclay system, intercalation and exfoliation behavior of organoclays in epoxy resin has been investigated

    本論文以熱固性樹脂/粘土復合體系為研究對象，主要研究了分散在聚合物基質中的層狀粘土在固化過程中插層和剝離行為。
  7. Viscoelastic consolidation analysis of homogeneous ground with partially penetrated vertical drains

    均質未貫穿豎井地基粘彈性固結分析
  8. According to the visco - elastical behavior of csp and relative experiment phenomena, the meso - scale process of viscous heating in matrix of csp under mechanical impact is studied

    本文根據推進劑粘彈性質和相關試驗現象，提出並研究了撞擊變形條件下固體推進劑基體粘性加熱及氧化劑熱分解問題。
  9. 2 ) a computational procedure is proposed to solve the interaction problem of elastic structure and fluid. little simplification of fluid is carried out. the coupling algorithm solves the equations for the fluid and solid domains independently of each other

    2 ）在計算流體動力學（ cfd ）的基礎上，發展了一種流固耦合計算模式（ fsi ） ，流體為粘性介質，採用ale格式處理流體和結構之間的移動界面，流體域和固體域分別獨立計算，程序控制傳遞流體壓力及固體位移和速度作為對方的邊界條件，實現耦合計算。
  10. Discussions were first made on the mechanism of vibro - replacement crushed stone columns for different types of soils and then, based on the experience on a practical project, methods for building vibro - replacement crushed stone columns for improvement of soft soils and methods for testing to verify the improvement effect of the vibro - replacement crushed stone columns were also discussed

    摘要首先對振沖碎石樁法在不同土質地基中的加固機理進行了闡述；然後，以實際工程為依託，對應用振沖碎石樁法處理高液限軟粘土地基的施工、加固效果檢測等方面的問題進行了討論。
  11. The nicer bond quality is the premise of guaranteeing the strengthening effect. meanwhile, it is the foundation of designing the dosage of the fibre sheet in the strengthening project

    二者間良好的粘結質量是保證加固效果的前提，同時也是加固中設計纖維布使用量的基礎。
  12. According to the principle of model discerning and the feature of embankment ' s settlement, the calculation model of soft soil ground ' s settlement is divided into the material discerning of the first model and the best model, in order to consider the soft soil ground ' s settlement affected by the secondly consolidation in the later stage, the merchant visco - elastic model based on the elastic model and the non - linear - elastic model is adopted

    根據模型辨識的原則和路基沉降的特點，把軟土沉降計算模型的辨識分為二個層次：介質形態初步模型的辨識和最優模型的辨識。為了考慮軟土次固結作用對軟土地基後期影響，在傳統考慮彈性、非線性彈性模型的模型類屬集合中力口入了merchant粘彈性模型。
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